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NOTES <br /> FINAL JOINT MUST <br /> BE SAWCUT 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br /> BACKFILLED AND PATCHED WITH TEMPORARY <br /> EXISTING ASPHALT ASPHALT CONCRETE (2" MIN) ASPHALT AT THE END OF EACH WORK DAY, UNLESS <br /> CONCRETE TO MATCH EXISTING THICKNESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE <br /> CITY ENGINEER. <br /> EXISTING CEMENT <br /> CONCRETE 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br /> 6" MIN "a. SAWCUT OR LINE DRILL UNDERLYING CONCRETE PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br /> 4 6" MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. <br /> MATCH EXISTING THICKNESS 3. CEMENT CONCRETE FOR PATCHING SHALL BE <br /> 6" MIN CRUSHED SURFACING TOP COURSE COMMERCIAL MIX AS CALLED OUT IN WSDOT <br /> STANDARD SPECIFICATIONS. <br /> SEE STANDARD DRAWING 614 <br /> EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br /> FINAL JOINT MUST <br /> BE SAWCUT <br /> ASPHALT CONCRETE (3" MIN) <br /> EXISTING ASPHALT REPLACEMENT PATCH TO BE <br /> CONCRETE 1" THICKER THAN PREVIOUSLY EXISTED <br /> 6" MIN 6" MIN CRUSHED SURFACING <br /> TOP COURSE <br /> SEE STANDARD DRAWING 614 <br /> EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br /> 0 <br /> N <br /> M <br /> Y FINAL JOINT MUST <br /> 3 BE SAWCUT CEMENT CONCRETE (8" MIN) <br /> EXISTING CEMENT REPLACEMENT PATCH TO BE <br /> CONCRETE 1" THICKER THAN PREVIOUSLY EXISTED <br /> o PAVEMENT <br /> rc a <br /> ° <br /> d .. e a <br /> A <br /> 06" MIN 6" MIN CRUSHED SURFACING CITY OF EVERETT <br /> V ON <br /> z TOP COURSE PUBLIC WORKS DEPARTMENT <br /> SEE STANDARD DRAWING 614 City Engineer Section Manager CAD Manager Drawn E, Current Rev Date <br /> a RYAN SASS TOM HOOD PAUL WILHELM WRB 04/26/2017 <br /> N <br /> V <br /> 7t TITLE <br /> w� EXISTING CEMENT CONCRETE OVER PREPARED GRADE STANDARD DRAWING No, <br /> V <br /> PAVEMENT PATCHING DETAILS 326 <br /> E Q N <br /> v H N <br />